A round robin study of high-frequency mechanical impact (HFMI)-treated welded joints subjected to variable amplitude loading

High-frequency mechanical impact (HFMI) treatment has been significantly developed as a reliable, effective and user-friendly method for post-weld fatigue strength improvement technique for welded structures. The development of an International Institute of Welding best practice guideline for implementing HFMI has been hindered by the lack of directly comparable experimental data for numerous HFMI methods. In this study, nominally identical longitudinal attachments in high-strength steel were manufactured in one welding workshop and distributed to four HFMI equipment manufacturers for treatment. Specimens were fatigue tested on a machine using identical variable amplitude loading histories. HFMI groove measurements were done for each specimen and X-ray diffraction-based residual stress measurements were performed on 10 specimens. The HFMI groove dimensions and the residual stress states showed similarity in general, however small changes were observed. Experimental results indicate that all of the HFMI-improved welds from the HFMI equipment manufacturers satisfied the previously proposed characteristic S–N line based on both the yield strength and the specimen geometry. Results of the study are valuable and promising with respect to the development of a future guideline. The goal of the study has not been to compare treatments, so specific data points are not associated specific HFMI equipment manufacturers.

[1]  Lixing Huo,et al.  Analysis of the S–N curves of welded joints enhanced by ultrasonic peening treatment , 2011 .

[2]  A. Hobbacher BASIC PHILOSOPHY OF THE NEW IIW RECOMMENDATIONS ON FATIGUE DESIGN OF WELDED JOINTS AND COMPONENTS , 1997 .

[3]  Gary Marquis,et al.  Fatigue strength improvement factors for high strength steel welded joints treated by high frequency mechanical impact , 2012 .

[4]  R. C. McClung,et al.  A literature survey on the stability and significance of residual stresses during fatigue , 2007 .

[5]  Thomas Ummenhofer,et al.  Fatigue Behaviour of Welded High-Strength Steels after High Frequency Mechanical Post-Weld Treatments , 2009 .

[6]  G. Marquis,et al.  Overview of Fatigue Data for High Frequency Mechanical Impact Treated Welded Joints , 2012, Welding in the World.

[7]  I. Weich Henry Granjon Prize Competition 2009 Winner Category C: “Design and Structural Integrity” EDGE Layer Condition and Fatigue Strength of welds improved by mechanical post-weld treatment , 2011 .

[8]  Klaus Dilger,et al.  Stability and Relaxation of Welding Residual Stresses , 2011 .

[9]  Wolfgang Fricke IIW Recommendations for the Fatigue Assessment by Notch Stress Analysis for Welded Structures , 2012 .

[10]  Gary Marquis,et al.  LONG LIFE SPECTRUM FATIGUE OF CARBON AND STAINLESS STEEL WELDS , 1996 .

[11]  Gary Marquis,et al.  Failure modes and fatigue strength of improved HSS welds , 2010 .

[12]  Jack Samuelsson Integrated Design and Manufacturing of Welded Structures , 2007 .

[13]  Yoichi Sumi,et al.  Effect of preload and stress ratio on fatigue strength of welded joints improved by ultrasonic impact treatment , 2013, Welding in the World.